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Large-scale triaxial testing and numerical modeling of rounded and angular rock ll materials; 2010.\nBarton, 1977, The shear strength of rock joints in theory and practice, Rock Mech, 10, 1, 10.1007\u002FBF01261801\nBarton, 1981, Shear strength of rockfill, J Geotech Eng Div, 107, 873, 10.1061\u002FAJGEB6.0001167\nBarton, 2011, Numerical modelling of two stoping methods in two Indian mines using degradation of c and mobilization of ϕ based on Q-parameters, Int J Rock Mech Min Sci, 48, 1095, 10.1016\u002Fj.ijrmms.2011.07.002\nBarton, 2013, Shear strength criteria for rock, rock joints, rockfill and rock masses: problems and some solutions, J Rock Mech Geotech Eng, 5, 249, 10.1016\u002Fj.jrmge.2013.05.008\nBarton, 1974, Engineering classification of rock masses for the design of tunnel support, Rock Mech, 6, 189, 10.1007\u002FBF01239496\nBarton, 2014, Shear strength of rock, rock joints and rock masses–problems and some solutions, Rock Eng Rock Mech: Struct Rock Masses, 3\nBewick, 2011\nBieniawski, 1976, Rock mass classification in rock engineering, vol. 1, 97\nBrady, 2013\nBrown, 2008, Estimating the mechanical properties of rock masses, vol. 1, 3\nCai, 2007, Determination of residual strength parameters of jointed rock masses using the GSI system, Int J Rock Mech Min Sci, 44, 247, 10.1016\u002Fj.ijrmms.2006.07.005\nCai, 2004, Estimation of rock mass deformation modulus and strength of jointed hard rock masses using the GSI system, Int J Rock Mech Min Sci, 41, 3, 10.1016\u002FS1365-1609(03)00025-X\nCarter, 2007, A unified procedure for Hoek-Brown prediction of strength and post yield behaviour for rock masses at the extreme ends of the rock competency scale, 161\nCundall, 2003, A new constitutive model based on the Hoek-Brown criterion, 17\nCundall, 1986, Correlation of discontinuum models with physical observations–an approach to the estimation of rock mass behaviour, Felsbau, 4, 1986\nCundall, 2008, Quantifying the size effect of rock mass strength, vol. 2, 3\nDeere, 1968, Geological consideration\nDetournay, 1986, Elastoplastic model of a deep tunnel for a rock with variable dilatancy, Rock Mech Rock Eng, 19, 99, 10.1007\u002FBF01042527\nDiederichs, 1999\nDiederichs, 2007, A modified approach for prediction of strength and post yield behaviour for high GSI rock masses in strong, brittle ground, 249\nDiederichs, 2004, Damage initiation and propagation in hard rock during tunnelling and the influence of near-face stress rotation, Int J Rock Mech Min Sci, 41, 785, 10.1016\u002Fj.ijrmms.2004.02.003\nDonath, 1972, Effects of cohesion and granularity on deformational behavior of anisotropic rock, Geol Soc Am Mem, 135, 95\nElmo, 2010, An integrated finite\u002Fdiscrete element method–discrete fracture network synthetic rock mass approach for the modelling of surface subsidence associated with panel cave mining at the Cadia East underground project, 167\nEsterhuizen, 2007, Evaluation of the strength of slender pillars, Trans-Soc Min Metall Explor Incorporated, 320, 69\nHajiabdolmajid, 2002, Modelling brittle failure of rock, Int J Rock Mech Min Sci, 39, 731, 10.1016\u002FS1365-1609(02)00051-5\nHamdi, 2013, Numerical simulation of damage during laboratory testing on rock using a 3D-FEMM\u002FDEM approach\nHoek, 1980, Empirical strength criterion for rock masses, J Geotech Eng Div, 106\nHoek E, Brown ET. Underground Excavations in Rock. Institution of Mining and Metallurgy: London; 1980. p. 527.\nHoek, 1997, Practical estimates of rock mass strength, Int J Rock Mech Min Sci, 34, 1165, 10.1016\u002FS1365-1609(97)80069-X\nHoek, 2006, Empirical estimation of rock mass modulus, Int J Rock Mech Min Sci, 43, 203, 10.1016\u002Fj.ijrmms.2005.06.005\nHoek, 2007, A brief history of the development of the Hoek-Brown failure criterion, Soils Rocks, 2, 1\nHoek, 2002, Hoek-Brown failure criterion-2002 edition, Proceedings of NARMS-Tac, 1, 267\nHoek, 2000\nHoek, 2013, Quantification of the geological strength index chart\nIvars, 2011, The synthetic rock mass approach for jointed rock mass modelling, Int J Rock Mech Min Sci, 48, 219, 10.1016\u002Fj.ijrmms.2010.11.014\nJefferies, 2008, Influence of rock-strength spatial variability on slope stability\nLabuz, 2015, Mohr-Coulomb failure criterion, 227\nLisjak, 2014, Continuum–discontinuum analysis of failure mechanisms around unsupported circular excavations in anisotropic clay shales, Int J Rock Mech Min Sci, 65, 96, 10.1016\u002Fj.ijrmms.2013.10.006\nLorig, 2013, Guidelines for numerical modelling of rock support for mines. Keynote lecture, 13\nLunder, 1997, Determination of the strength of hard-rock mine pillars, CIM Bull, 90, 51\nMahabadi, 2014\nMarinos, 2000, GSI: a geologically friendly tool for rock mass strength estimation\nMarinos, 2005, The geological strength index: applications and limitations, Bull Eng Geol Environ, 64, 55, 10.1007\u002Fs10064-004-0270-5\nMartin, 2000, The strength of hard-rock pillars, Int J Rock Mech Min Sci, 37, 1239, 10.1016\u002FS1365-1609(00)00032-0\nMartin, 1997, Seventeenth Canadian geotechnical colloquium: the effect of cohesion loss and stress path on brittle rock strength, Can Geotech J, 34, 698, 10.1139\u002Ft97-030\nMartin, 1999, Hoek-Brown parameters for predicting the depth of brittle failure around tunnels, Can Geotech J, 36, 136, 10.1139\u002Ft98-072\nMcLamore, 1967, The mechanical behavior of anisotropic sedimentary rocks, J Manuf Sci Eng, 89, 62\nMogi, 1966, Pressure dependence of rock strength and transition from brittle fracture to ductile flow, Bull Earthquake Res Inst Univ Tokyo, 44, 215\nPalmström A. RMi-a rock mass characterization system for rock engineering purposes. na; 1995.\nPriest, 2005, Determination of shear strength and three-dimensional yield strength for the Hoek-Brown criterion, Rock Mech Rock Eng, 38, 299, 10.1007\u002Fs00603-005-0056-5\nRamamurthy, 1993, Engineering behaviour of phyllites, Eng. Geol., 33, 209, 10.1016\u002F0013-7952(93)90059-L\nRead, 1994\nReyes-Montes, 2012, Application of cave-scale rock degradation models in the imaging of the seismogenic zone, 10\nRichards, 2011, A comparison of methods for determining mi, the Hoek-Brown parameter for intact rock material\nRummel, 1970, Determination of the post-failure behavior of brittle rock using a servo-controlled testing machine, Rock Mech, 2, 189, 10.1007\u002FBF01245574\nSaiang, 2011\nSainsbury, 2012\nSaroglou, 2008, A modified Hoek-Brown failure criterion for anisotropic intact rock, Int J Rock Mech Min Sci, 45, 223, 10.1016\u002Fj.ijrmms.2007.05.004\nSeeber, 1999\nSingh, 1989, Strength anisotropies in rocks, Ind. Geotech. J., 19, 147\nTiwari, 2006, Post failure behaviour of a rock mass under the influence of triaxial and true triaxial confinement, Eng Geol, 84, 112, 10.1016\u002Fj.enggeo.2006.01.001\nTsidzi, 1986, A quantitative petrofabric characterization of metamorphic rocks, Bull. Int. Assoc. Engng. Geol. no, 33, 3, 10.1007\u002FBF02594699\nTsidzi, 1987, Foliation index determination for fine-grained metamorphic rocks, Bull. Int. Assoc. Engng. Geol. no, 36, 27\nVakili, 2014, Rock strength anisotropy and its importance in underground geotechnical design, 167\nVakili, 2013, Ground support under highly stressed conditions, 551\nVakili, 2010, A new cavability assessment criterion for longwall top coal caving, Int J Rock Mech Min Sci, 47, 1317, 10.1016\u002Fj.ijrmms.2010.08.010\nVakili, 2012, Interpretation of non-linear numerical models in geomechanics-a case study in the application of numerical modelling for raise bored shaft design in a highly stressed and foliated rock mass\nVyazmensky, 2008\nWatson, 2015, Rock strength anisotropy in high stress conditions: a case study for application to shaft stability assessments, Studia Geotechnica et Mechanica, 37, 115, 10.1515\u002Fsgem-2015-0013\nWawersik, 1970, A study of brittle rock fracture in laboratory compression experiments, Int J Rock Mech Min Sci Geomech Abst, 7, 561, 10.1016\u002F0148-9062(70)90007-0\nZhao, 2010, A mobilized dilation angle model for rocks, Int J Rock Mech 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RBDO: Coupling the inverse reliability algorithm with multi-objective reliability-based design optimization of geotechnical systems",{"VOID":145},{"VOID":787},"Barakat, 2004, Multi-objective reliability-based optimization of prestressed concrete beams, Struct. Saf., 26, 311, 10.1016\u002Fj.strusafe.2003.09.001\nBarrett, 1995, Shortcrete support design in blocky ground: Towards a deterministic approach, Tunnelling Underground Space Technology, 10, 79, 10.1016\u002F0886-7798(94)00067-U\nBauer, 2000, Reliability with respect to settlement limit-states of shallow foundations on linearly-deformable subsoil, Comput. Geotech., 26, 281, 10.1016\u002FS0266-352X(99)00043-9\nBeck, 2012, A comparison of deterministic, reliability-based and risk-based structural optimization under uncertainty, Probab. Eng. Mech., 28, 18, 10.1016\u002Fj.probengmech.2011.08.007\nDer Kiureghian, 1986, Structural reliability under incomplete probability information, J. Eng. Mech., 112, 85, 10.1061\u002F(ASCE)0733-9399(1986)112:1(85)\nDer Kiureghian, 1994, Inverse reliability problem, J. Eng. Mech., 120, 1154, 10.1061\u002F(ASCE)0733-9399(1994)120:5(1154)\nGarg, 2013, Multi-objective reliability-redundancy allocation problem using particle swarm optimization, Comput. Ind. Eng., 64, 247, 10.1016\u002Fj.cie.2012.09.015\nGoh, 2019, Deterministic and reliability analysis of basal heave stability for excavation in spatial variable soils, Comput. Geotech., 108, 152, 10.1016\u002Fj.compgeo.2018.12.015\nGong, W., Juang, C.H. and Martin, J.R., 2015, Numerical integration method for computing reliability index of geotechnical system. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 10: 109-120.\nGriffiths, 1999, Slope stability analysis by finite elements, Géotechnique, 49, 387, 10.1680\u002Fgeot.1999.49.3.387\nGuo, 2022, Probabilistic analysis of geosynthetic-reinforced and pile-supported embankments, Comput. Geotech., 142, 10.1016\u002Fj.compgeo.2021.104595\nHasofer, 1974, Exact and invariant second-moment code format, Journal of the Engineering Mechanics division, 100, 111, 10.1061\u002FJMCEA3.0001848\nHoek, 1998, Reliability of Hoek-Brown estimates of rock mass properties and their impact on design, International Journal of Rock Mechanics Mining Sciences, 35, 63, 10.1016\u002FS0148-9062(97)00314-8\nJi, 2015, Efficient reliability method for implicit limit state surface with correlated non-Gaussian variables, Int. J. Numer. Anal. Meth. Geomech., 39, 1898, 10.1002\u002Fnag.2380\nJi, 2019, Reliability-based design for geotechnical engineering: an inverse FORM approach for practice, Comput. Geotech., 111, 22, 10.1016\u002Fj.compgeo.2019.02.027\nKulhawy, 1996, Engineering judgment in the evolution from deterministic to reliability-based foundation design, Proceedings of Uncertainty, 29\nLi, 1998, An inverse reliability method and its application, Struct. Saf., 20, 257, 10.1016\u002FS0167-4730(98)00010-1\nLi, 2010, Reliability analysis of circular tunnel under hydrostatic stress field, Comput. Geotech., 37, 50, 10.1016\u002Fj.compgeo.2009.07.005\nLiu, 1991, Finite element reliability of geometrically nonlinear uncertain structures, J. Eng. Mech., 117, 1806, 10.1061\u002F(ASCE)0733-9399(1991)117:8(1806)\nLiu, 2018, Reliability-based design of tunnelling problems and insights for Eurocode 7, Comput. Geotech., 97, 42, 10.1016\u002Fj.compgeo.2017.12.005\nLow, 2005, Reliability-based design applied to retaining walls, Géotechnique, 55, 63, 10.1680\u002Fgeot.2005.55.1.63\nLow, 2014, FORM, SORM, and spatial modeling in geotechnical engineering, Struct. Saf., 49, 56, 10.1016\u002Fj.strusafe.2013.08.008\nLü, 2011, Probabilistic analysis of underground rock excavations using response surface method and SORM, Comput. Geotech., 38, 1008, 10.1016\u002Fj.compgeo.2011.07.003\nLü, 2017, Reliability based design optimization for a rock tunnel support system with multiple failure modes using response surface method, Tunn. Undergr. Space Technol., 70, 1, 10.1016\u002Fj.tust.2017.06.017\nPereira, 2011, Shallow foundation design through probabilistic and deterministic methods, 199\nPhoon, 2008\nPhoon, 2022, Geotechnical uncertainty, modeling, and decision making, Soils Found., 62, 101189, 10.1016\u002Fj.sandf.2022.101189\nPoulos, 1974\nRackwitz, 1978, Structural reliability under combined random load sequences, Comput. Struct., 9, 489, 10.1016\u002F0045-7949(78)90046-9\nVesic, 1975\nWang, 2008, Economic design optimization of foundations, J. Geotech. Geoenviron. Eng., 134, 1097, 10.1061\u002F(ASCE)1090-0241(2008)134:8(1097)\nWang, 2021, 1\nWhitman, 1967, Design procedures for dynamically loaded foundations, Journal of the Soil Mechanics Foundations Division, 93, 169, 10.1061\u002FJSFEAQ.0001050\nYang, 2018, Efficient method for probabilistic estimation of spatially varied hydraulic properties in a soil slope based on field responses: A Bayesian approach, Comput. Geotech., 102, 262, 10.1016\u002Fj.compgeo.2017.11.012\nZhang, 2011, Reliability-Based Optimization of Geotechnical Systems, J. Geotech. Geoenviron. Eng., 137, 1211, 10.1061\u002F(ASCE)GT.1943-5606.0000551\nZhao, 2015, Reliability-based optimization of geotechnical engineering using the artificial bee colony algorithm, KSCE J. Civ. 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1980, The interpolation function of a general serendipity rectangular element, Int. J. Numer. Meth. Eng., 15, 773, 10.1002\u002Fnme.1620150512","https:\u002F\u002Fdoi.org\u002F10.1002\u002Fnme.1620150512",{"mag":1113,"openalex":1114,"doi":1115},"2132697793","W2132697793","10.1002\u002Fnme.1620150512",{"id":24,"text":1117,"url":24,"identifiers":1118},"Bank, 1983",{},{"id":1120,"text":1121,"url":1122,"identifiers":1123},"86a6f698-e419-4ca2-b5d4-6f2857bb8d81","Belgacem, 1999, The Mortar finite element method with Lagrange multipliers, Numer. Math., 84, 173, 10.1007\u002Fs002110050468","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1007\u002Fs002110050468",{"doi":1124},"10.1007\u002Fs002110050468",{"id":24,"text":1126,"url":1127,"identifiers":1128},"Belytschko, 1999, Elastic crack growth in finite elements with minimal remeshing, Int. J. Numer. Meth. Eng., 45, 601, 10.1002\u002F(SICI)1097-0207(19990620)45:5\u003C601::AID-NME598>3.0.CO;2-S","https:\u002F\u002Fdoi.org\u002F10.1002\u002F(sici)1097-0207(19990620)45:5\u003C601::aid-nme598>3.0.co;2-s",{"mag":1129,"openalex":1130,"doi":1131},"2165834163","W2165834163","10.1002\u002F(sici)1097-0207(19990620)45:5",{"id":1133,"text":1134,"url":1135,"identifiers":1136},"c29dd293-460f-498d-a658-d8a653954df4","Bitencourt, 2015, A coupling technique for non-matching finite element meshes, Comput. Methods Appl. Mech. Eng., 290, 19, 10.1016\u002Fj.cma.2015.02.025","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0045782515000870",{"doi":1137},"10.1016\u002Fj.cma.2015.02.025",{"id":24,"text":1139,"url":1140,"identifiers":1141},"Cai, 2021, Independent cover isogeometric Reissner-Mindlin shell model for the simulation of the fabricated lining, Int. J. Numer. Anal. Meth. Geomech., 45, 2490, 10.1002\u002Fnag.3274","https:\u002F\u002Fdoi.org\u002F10.1002\u002Fnag.3274",{"mag":1142,"openalex":1143,"doi":1144},"3197570791","W3197570791","10.1002\u002Fnag.3274",{"id":24,"text":1146,"url":1147,"identifiers":1148},"Cai, 2021, Numerical manifold method with local pixel representation of finite covers for two-dimensional problems having complex discontinuities, Comput. Geotech., 140, 10.1016\u002Fj.compgeo.2021.104459","https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compgeo.2021.104459",{"mag":1149,"openalex":1150,"doi":1151},"3199396669","W3199396669","10.1016\u002Fj.compgeo.2021.104459",{"id":24,"text":1153,"url":1154,"identifiers":1155},"Chen, 1998, Development of high-order manifold method, Int. J. Numer. Meth. Eng., 43, 685, 10.1002\u002F(SICI)1097-0207(19981030)43:4\u003C685::AID-NME442>3.0.CO;2-7","https:\u002F\u002Fdoi.org\u002F10.1002\u002F(sici)1097-0207(19981030)43:4\u003C685::aid-nme442>3.0.co;2-7",{"mag":1156,"openalex":1157,"doi":1158},"2123573122","W2123573122","10.1002\u002F(sici)1097-0207(19981030)43:4",{"id":1160,"text":1161,"url":1162,"identifiers":1163},"62811703-427a-4929-8713-0e6ce282ebe2","Ding, 2020, Modeling strong\u002Fweak discontinuities by local mesh refinement variable-node XFEM with object-oriented implementation, Theor. Appl. Fract. Mech., 106, 10.1016\u002Fj.tafmec.2019.102434","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0167844219305464",{"doi":1164},"10.1016\u002Fj.tafmec.2019.102434",{"id":1166,"text":1167,"url":1168,"identifiers":1169},"4ae2a11a-1cdd-4eb5-8bf3-d1e5e1b30c05","Ding, 2020, An efficient variable-node XFEM for modeling multiple crack growth: A Matlab object-oriented implementation, Adv. Eng. Softw., 140, 10.1016\u002Fj.advengsoft.2019.102750","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0965997819303175",{"doi":1170},"10.1016\u002Fj.advengsoft.2019.102750",{"id":24,"text":1172,"url":1173,"identifiers":1174},"Fan, 2021, Cone-complementary manifold method for stability and failure analysis of jointed\u002Ffractured rock masses, Comput. Geotech., 131, 10.1016\u002Fj.compgeo.2020.103955","https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compgeo.2020.103955",{"mag":1175,"openalex":1176,"doi":1177},"3119785464","W3119785464","10.1016\u002Fj.compgeo.2020.103955",{"id":24,"text":1179,"url":1180,"identifiers":1181},"Fan, 2021, A four-way enhanced numerical manifold method for crack propagation and failure analysis of rock slopes, Appl. Math. Model., 95, 623, 10.1016\u002Fj.apm.2021.02.025","https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.apm.2021.02.025",{"mag":1182,"openalex":1183,"doi":1184},"3134116697","W3134116697","10.1016\u002Fj.apm.2021.02.025",{"id":24,"text":1186,"url":1187,"identifiers":1188},"Fan, 2017, A decomposition technique of generalized degrees of freedom for mixedmode crack problems, Int. J. Numer. Meth. Eng., 112, 803, 10.1002\u002Fnme.5533","https:\u002F\u002Fdoi.org\u002F10.1002\u002Fnme.5533",{"mag":1189,"openalex":1190,"doi":1191},"2590314870","W2590314870","10.1002\u002Fnme.5533",{"id":1193,"text":1194,"url":1195,"identifiers":1196},"1b79753a-4bcf-45ea-90a9-388af52784b0","Fish, 1992, The s-version of the finite element method, Comput. Struct., 43, 539, 10.1016\u002F0045-7949(92)90287-A","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002F004579499290287A",{"doi":1197},"10.1016\u002F0045-7949(92)90287-a",{"id":1199,"text":1200,"url":1201,"identifiers":1202},"1da80c30-0cae-4b27-a614-b9ef8f8a2fad","Floater, 2003, Mean value coordinates, Comput. Aided Geom. Des., 20, 19, 10.1016\u002FS0167-8396(03)00002-5","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0167839603000025",{"doi":1203},"10.1016\u002Fs0167-8396(03)00002-5",{"id":24,"text":1205,"url":1206,"identifiers":1207},"Fries, 2010, The extended\u002Fgeneralized finite element method: An overview of the method and its applications, Int. J. Numer. Meth. Eng., 84, 253, 10.1002\u002Fnme.2914","https:\u002F\u002Fdoi.org\u002F10.1002\u002Fnme.2914",{"mag":1208,"openalex":1209,"doi":1210},"2117496726","W2117496726","10.1002\u002Fnme.2914",{"id":24,"text":1212,"url":1213,"identifiers":1214},"Fries, 2011, Hanging nodes and XFEM, Int. J. Numer. Meth. Eng., 86, 404, 10.1002\u002Fnme.3024","https:\u002F\u002Fdoi.org\u002F10.1002\u002Fnme.3024",{"mag":1215,"openalex":1216,"doi":1217},"2036559973","W2036559973","10.1002\u002Fnme.3024",{"id":24,"text":1219,"url":24,"identifiers":1220},"George, 1998",{},{"id":24,"text":1222,"url":1223,"identifiers":1224},"Ghaffarpour Jahromi, 2020, Slope stability analysis based on the numerical manifold method and the graph theory-case study evaluation, Geotech. Geol. Eng., 38, 5523, 10.1007\u002Fs10706-020-01381-8","https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs10706-020-01381-8",{"mag":1225,"openalex":1226,"doi":1227},"3031085421","W3031085421","10.1007\u002Fs10706-020-01381-8",{"id":24,"text":1229,"url":1230,"identifiers":1231},"Greaves, 1999, Hierarchical tree-based finite element mesh generation, Int. J. Numer. Meth. Eng., 45, 447, 10.1002\u002F(SICI)1097-0207(19990610)45:4\u003C447::AID-NME592>3.0.CO;2-#","https:\u002F\u002Fdoi.org\u002F10.1002\u002F(sici)1097-0207(19990610)45:4\u003C447::aid-nme592>3.0.co;2-",{"openalex":1232,"doi":1233},"W4256398507","10.1002\u002F(sici)1097-0207(19990610)45:4",{"id":1235,"text":1236,"url":1237,"identifiers":1238},"e83b5bb0-9967-4753-8ea5-77e444dd9efc","Gu, 2020, Crack growth adaptive XIGA simulation in isotropic and orthotropic materials, Comput. Methods Appl. Mech. Eng., 365, 10.1016\u002Fj.cma.2020.113016","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0045782520302000",{"doi":1239},"10.1016\u002Fj.cma.2020.113016",{"id":1241,"text":1242,"url":1243,"identifiers":1244},"f57dd59d-0d15-4d2d-b596-7185f82a8d59","Hughes, 2005, Isogeometric analysis: CAD, finite elements, NURBS, exact geometry and mesh refinement, Comput. Methods Appl. Mech. Eng., 194, 4135, 10.1016\u002Fj.cma.2004.10.008","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0045782504005171",{"doi":1245},"10.1016\u002Fj.cma.2004.10.008",{"id":24,"text":1247,"url":1248,"identifiers":1249},"Lee, 1980, Two algorithms for constructing a Delaunay triangulation, Int. J. Comput. Inform. Sci., 9, 219, 10.1007\u002FBF00977785","https:\u002F\u002Fdoi.org\u002F10.1007\u002Fbf00977785",{"mag":1250,"openalex":1251,"doi":1252},"2002827932","W2002827932","10.1007\u002Fbf00977785",{"id":24,"text":1254,"url":1255,"identifiers":1256},"Liu, 2017, Structured mesh refinement in MLS-based numerical manifold method and its application to crack problems, Eng. Anal. Boundary Elem., 84, 42, 10.1016\u002Fj.enganabound.2017.08.004","https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.enganabound.2017.08.004",{"mag":1257,"openalex":1258,"doi":1259},"2753248328","W2753248328","10.1016\u002Fj.enganabound.2017.08.004",{"id":1261,"text":1262,"url":1263,"identifiers":1264},"3e23352e-f545-47b7-840a-62f4ca6313b4","Liu, 2020, A GPU-based numerical manifold method for modeling the formation of the excavation damaged zone in deep rock tunnels, Comput. Geotech., 118, 10.1016\u002Fj.compgeo.2019.103351","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0266352X1930415X",{"doi":1265},"10.1016\u002Fj.compgeo.2019.103351",{"id":24,"text":1267,"url":1268,"identifiers":1269},"Liu, 2016, Two-dimensional numerical manifold method with multilayer covers, Science China Technological Sciences., 59, 515, 10.1007\u002Fs11431-015-5907-z","https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs11431-015-5907-z",{"mag":1270,"openalex":1271,"doi":1272},"2275999818","W2275999818","10.1007\u002Fs11431-015-5907-z",{"id":24,"text":1274,"url":1275,"identifiers":1276},"Liu, 2021, Local refinement with arbitrary irregular meshes and implementation in numerical manifold method, Eng. Anal. Boundary Elem., 132, 231, 10.1016\u002Fj.enganabound.2021.07.010","https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.enganabound.2021.07.010",{"mag":1277,"openalex":1278,"doi":1279},"3191526155","W3191526155","10.1016\u002Fj.enganabound.2021.07.010",{"id":24,"text":1281,"url":1282,"identifiers":1283},"Loze, 1993, Two simple algorithms for constructing a two-dimensional constrained Delaunay triangulation, Appl. Numer. Math., 11, 403, 10.1016\u002F0168-9274(93)90062-V","https:\u002F\u002Fdoi.org\u002F10.1016\u002F0168-9274(93)90062-v",{"mag":1284,"openalex":1285,"doi":1286},"2080632690","W2080632690","10.1016\u002F0168-9274(93)90062-v",{"id":24,"text":1288,"url":24,"identifiers":1289},"Ma, 2010, The numerical maniflod method: A review, Int. J. Comput. Methods, 07, 1, 10.1142\u002FS0219876210002040",{"doi":1290},"10.1142\u002FS0219876210002040",{"id":24,"text":1292,"url":1293,"identifiers":1294},"Moës, 1999, A finite element method for crack growth without remeshing, Int. J. Numer. Meth. Eng., 46, 131, 10.1002\u002F(SICI)1097-0207(19990910)46:1\u003C131::AID-NME726>3.0.CO;2-J","https:\u002F\u002Fdoi.org\u002F10.1002\u002F(sici)1097-0207(19990910)46:1\u003C131::aid-nme726>3.0.co;2-j",{"mag":1295,"openalex":1296,"doi":1297},"2142596047","W2142596047","10.1002\u002F(sici)1097-0207(19990910)46:1",{"id":24,"text":1299,"url":1300,"identifiers":1301},"Mousavi, 2011, Harmonic enrichment functions: A unified treatment of multiple, intersecting and branched cracks in the extended finite element method, Int. J. Numer. Meth. Eng., 85, 1306, 10.1002\u002Fnme.3020","https:\u002F\u002Fdoi.org\u002F10.1002\u002Fnme.3020",{"mag":1302,"openalex":1303,"doi":1304},"2042183809","W2042183809","10.1002\u002Fnme.3020",{"id":1306,"text":1307,"url":1308,"identifiers":1309},"4c68646b-0035-4279-8000-0006b275d4fa","Shi, G.H., 1991. Manifold method of material analysis. In: Transactions of the 9th Army Conference On Applied Mathematics and Computing. Report No. 92-1,U.S. Army Research Office, Minneapolis MN, pp. 57-76.","https:\u002F\u002Flink.springer.com\u002F10.1007\u002Fs10440-022-00541-7",{"doi":1310},"10.1007\u002Fs10440-022-00541-7",{"id":24,"text":1312,"url":24,"identifiers":1313},"Shi, 1996, Simplex integration for manifold method, FEM, DDA and analytical analysis, 205",{},{"id":24,"text":1315,"url":1316,"identifiers":1317},"Sukumar, 2001, Modeling holes and inclusions by level sets in the extended finite-element method, Comput. Methods Appl. Mech. Eng., 190, 6183, 10.1016\u002FS0045-7825(01)00215-8","https:\u002F\u002Fdoi.org\u002F10.1016\u002Fs0045-7825(01)00215-8",{"mag":1318,"openalex":1319,"doi":1320},"2043533888","W2043533888","10.1016\u002Fs0045-7825(01)00215-8",{"id":1322,"text":1323,"url":1324,"identifiers":1325},"fddb15c6-a1cb-4242-9fef-db799cb8454c","Tabarraei, 2005, Adaptive computations on conforming quadtree meshes, Finite Elem. Anal. Des., 41, 686, 10.1016\u002Fj.finel.2004.08.002","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0168874X04001684",{"doi":1326},"10.1016\u002Fj.finel.2004.08.002",{"id":1328,"text":1329,"url":1330,"identifiers":1331},"65dcd38b-db42-4e97-bdea-f248c8b4f2af","Terada, 2004, Performance assessment of generalized elements in the finite cover method, Finite Elem. Anal. Des., 41, 111, 10.1016\u002Fj.finel.2004.05.001","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0168874X04000824",{"doi":1332},"10.1016\u002Fj.finel.2004.05.001",{"id":24,"text":1334,"url":24,"identifiers":1335},"Timoshenko, 1970",{},{"id":24,"text":1337,"url":1338,"identifiers":1339},"Wang, 2021, A stability analysis of rock slopes using a nonlinear strength reduction numerical manifold method, Comput. Geotech., 129, 10.1016\u002Fj.compgeo.2020.103864","https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compgeo.2020.103864",{"mag":1340,"openalex":1341,"doi":1342},"3096845235","W3096845235","10.1016\u002Fj.compgeo.2020.103864",{"id":24,"text":1344,"url":1345,"identifiers":1346},"Wong, 2014, Application of the numerical manifold method to model progressive failure in rock slopes, Eng. Fract. Mech., 119, 1, 10.1016\u002Fj.engfracmech.2014.02.022","https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.engfracmech.2014.02.022",{"mag":1347,"openalex":1348,"doi":1349},"2077731725","W2077731725","10.1016\u002Fj.engfracmech.2014.02.022",{"id":24,"text":1351,"url":1352,"identifiers":1353},"Wu, 2021, Image-based simulation of complex fracture networks by numerical manifold method, Int. J. Numer. Meth. Eng., 122, 3100, 10.1002\u002Fnme.6655","https:\u002F\u002Fdoi.org\u002F10.1002\u002Fnme.6655",{"mag":1354,"openalex":1355,"doi":1356},"3131096390","W3131096390","10.1002\u002Fnme.6655",{"id":24,"text":1358,"url":1359,"identifiers":1360},"Wu, 2022, 3D simulation of complex fractures with a simple mesh, Int. J. Numer. Meth. Eng., 123, 3713, 10.1002\u002Fnme.6986","http:\u002F\u002Fdx.doi.org\u002F10.1002\u002Fnme.6986",{"doi":1361},"10.1002\u002Fnme.6986",{"id":24,"text":1363,"url":1364,"identifiers":1365},"Wu, 2012, Frictional crack initiation and propagation analysis using the numerical manifold method, Comput. Geotech., 39, 38, 10.1016\u002Fj.compgeo.2011.08.011","https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compgeo.2011.08.011",{"mag":1366,"openalex":1367,"doi":1368},"1984505776","W1984505776","10.1016\u002Fj.compgeo.2011.08.011",{"id":24,"text":1370,"url":1371,"identifiers":1372},"Yan, 2022, Improve the ill-conditioning for small physical covers by area normalized method in numerical manifold method (NMM), Eng. Anal. Boundary Elem., 139, 192, 10.1016\u002Fj.enganabound.2022.03.028","http:\u002F\u002Fdx.doi.org\u002F10.1016\u002Fj.enganabound.2022.03.028",{"doi":1373},"10.1016\u002Fj.enganabound.2022.03.028",{"id":24,"text":1375,"url":1376,"identifiers":1377},"Yang, 2020, Modeling the entire progressive failure process of rock slopes using a strength-based criterion, Comput. Geotech., 126, 10.1016\u002Fj.compgeo.2020.103726","https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compgeo.2020.103726",{"mag":1378,"openalex":1379,"doi":1380},"3043846985","W3043846985","10.1016\u002Fj.compgeo.2020.103726",{"id":24,"text":1382,"url":1383,"identifiers":1384},"Yerry, 1983, A modified quadtree approach to finite element mesh generation, IEEE Comput. Graphics Appl., 3, 39, 10.1109\u002FMCG.1983.262997","https:\u002F\u002Fdoi.org\u002F10.1109\u002Fmcg.1983.262997",{"mag":1385,"openalex":1386,"doi":1387},"2002784016","W2002784016","10.1109\u002Fmcg.1983.262997",{"id":1389,"text":1390,"url":1391,"identifiers":1392},"1b8a51ce-75d5-418f-860f-f8bf8a6058a7","Yu, 2018, Numerical simulation of 2-D weak and strong discontinuities by a novel approach based on XFEM with local mesh refinement, Comput. Struct., 196, 112, 10.1016\u002Fj.compstruc.2017.11.007","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS004579491731307X",{"doi":1393},"10.1016\u002Fj.compstruc.2017.11.007",{"id":24,"text":1395,"url":1396,"identifiers":1397},"Yu, 2021, Time-dependent deformation and failure of granite based on the virtual crack incorporated numerical manifold method, Comput. Geotech., 133, 10.1016\u002Fj.compgeo.2021.104070","https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compgeo.2021.104070",{"mag":1398,"openalex":1399,"doi":1400},"3134977332","W3134977332","10.1016\u002Fj.compgeo.2021.104070",{"id":24,"text":1402,"url":1403,"identifiers":1404},"Yuan, 2021, Multi-patch local mesh refinement XIGA based on LR NURBS and Nitsche’s method for crack growth in complex cracked plates, Eng. Fract. Mech., 250, 10.1016\u002Fj.engfracmech.2021.107780","http:\u002F\u002Fdx.doi.org\u002F10.1016\u002Fj.engfracmech.2021.107780",{"doi":1405},"10.1016\u002Fj.engfracmech.2021.107780",{"id":24,"text":1407,"url":1408,"identifiers":1409},"Zheng, 2014, New strategies for some issues of numerical manifold method in simulation of crack propagation, Int. J. Numer. Meth. Eng., 97, 986, 10.1002\u002Fnme.4620","https:\u002F\u002Fdoi.org\u002F10.1002\u002Fnme.4620",{"mag":1410,"openalex":1411,"doi":1412},"1931852959","W1931852959","10.1002\u002Fnme.4620",{"id":24,"text":1414,"url":24,"identifiers":1415},"Zienkiewicz, 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1993, Characteristics of ground surface settlement during excavation, Can Geotech J, 30, 758, 10.1139\u002Ft93-068","https:\u002F\u002Fdoi.org\u002F10.1139\u002Ft93-068",{"mag":1542,"openalex":1543,"doi":1544},"1985009039","W1985009039","10.1139\u002Ft93-068",{"id":1306,"text":1546,"url":1308,"identifiers":1547},"Wong KS, Wong IH, Broms BB. Methods of improving the stability of deep excavations in soft clay. In: Proceedings of the 8th Asian regional conference on soil mechanics and foundation engineering, Kyoto; 1987. p. 321–4.",{"doi":1310},{"id":24,"text":1549,"url":24,"identifiers":1550},"Gaba AR. Jet grouting at Newton station. In: Proceedings of the 10th Southeast Asia geotechnical conference, Taipei; 1990. p. 77–9.",{},{"id":24,"text":1552,"url":1553,"identifiers":1554},"Liu, 2005, Observed performance of a deep multistrutted excavation in Shanghai soft clays, J Geotech Geoenviron Eng, 131, 1004, 10.1061\u002F(ASCE)1090-0241(2005)131:8(1004)","https:\u002F\u002Fdoi.org\u002F10.1061\u002F(asce)1090-0241(2005)131:8(1004)",{"mag":1555,"openalex":1556,"doi":1557},"2132840323","W2132840323","10.1061\u002F(asce)1090-0241(2005)131:8(1004)",{"id":24,"text":1559,"url":24,"identifiers":1560},"Parashar S, Mitchell R, Hee MW, Sanmugnathan D, Sloan E, Nicholson G. Performance monitoring of deep excavation at Changi WRP project. In: Proceedings of the 7th international symposium on field measurements in geomechanics, Singapore; 2007. p. 1–12.",{},{"id":24,"text":1562,"url":1563,"identifiers":1564},"Ou, 2011, Performance of excavations with cross walls, J Geotech Geoenviron Eng, 137, 94, 10.1061\u002F(ASCE)GT.1943-5606.0000402","https:\u002F\u002Fdoi.org\u002F10.1061\u002F(asce)gt.1943-5606.0000402",{"mag":1565,"openalex":1566,"doi":1567},"2068338229","W2068338229","10.1061\u002F(asce)gt.1943-5606.0000402",{"id":1306,"text":1569,"url":1308,"identifiers":1570},"Hsieh, 2008, Effects of joint details on the behavior of cross walls, J GeoEng, 3, 55",{"doi":1310},{"id":24,"text":1572,"url":1573,"identifiers":1574},"Ou, 1996, Three-dimensional finite element analysis of deep excavations, J Geotech Eng, 122, 337, 10.1061\u002F(ASCE)0733-9410(1996)122:5(337)","https:\u002F\u002Fdoi.org\u002F10.1061\u002F(asce)0733-9410(1996)122:5(337)",{"mag":1575,"openalex":1576,"doi":1577},"2044493971","W2044493971","10.1061\u002F(asce)0733-9410(1996)122:5(337)",{"id":24,"text":1579,"url":1580,"identifiers":1581},"Finno, 2007, Three-dimensional effects for supported excavations in clay, J Geotech Geoenviron Eng, 133, 30, 10.1061\u002F(ASCE)1090-0241(2007)133:1(30)","https:\u002F\u002Fdoi.org\u002F10.1061\u002F(asce)1090-0241(2007)133:1(30)",{"mag":1582,"openalex":1583,"doi":1584},"2155160144","W2155160144","10.1061\u002F(asce)1090-0241(2007)133:1(30)",{"id":24,"text":1586,"url":24,"identifiers":1587},"Ou, 2006, A case record of an excavation with cross walls and buttress walls, J GeoEng, 1, 579",{},{"id":24,"text":1589,"url":24,"identifiers":1590},"Itasca Consulting Group, Inc. 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